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TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
LIGHT BASE AND JUNCTION BOX
WITH CONCRETE PAD
ELECTRICAL SERVICE CABINET
PVC CONDUIT (SEE WIRING SCHEDULE)
TYPE 1 JUNCTION BOX WITH CONCRETE PAD
AND LOCKING LID PER DETAIL THIS SHEET
WIRE NOTE
CONSTRUCTION NOTE
PORTION OF N.E. 1/4 OF SEC. 32, TWP. 24 N., RGE. 5 E•, W.M.
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0.188 WALL BRACKET
ALUM. ALLOY 6063 -T6
1/2" BNC LOCKBOLT
GR. 18 -8 S.S.
FLUSH JOINT
4-1/2" 0. D.
TAPERED ALUM. POLE
SIZE AS
REQUIRED
8"
A4-1/ 2" N.P.S.
O.D. SLIPFITTER
5' -,,9" RADIUS
0.188 WALL ALLOY 6063 -T6 18' -3"
SATIN GROUND FINISH
28' -3"
33' -3"
SHAFT
25' -0"
30' -0"
35' -0"
40' -0"
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS 8 O.D.
BASE FLANGE ALLOY 356 -T6 WITH j GROUND UG
BOLT COVERS & S.S. SCREWS -6"
SQ.
11" TO 12" DIA.
° BOLT CIRCLE
4 1/2" OF BOLT ABOVE
° 4" CONCRETE PAD FINISHED GRADE
LL_ Z s
00 o E (4) 1" BNC GALV. STEEL
I-_ 3�Q ANCHOR BOLTS WITH 4'
- NUTS AND WASHERS
z w 4„
W
as
1 30'
35'
40'
SL
m°
-3"
1 23'-3'3"
a c E
33'-3"!
T
'
'E
m
1 0.188
0.219
�E
c_
11
Nil
c
o m
a�
R
DATE
I REVISIC
g
2" N.P.S. SLIPFITTER
W2
°
z
0
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w
o:
BRACKET CABLE
SINGLE OR DOUBLE MAST
ARM AS Pr^ " "
STANDARD 25 -40 FOOT DAVIT POLE
ADOPTED
p� CITY OF RENTON
♦ �+
Standard plans
T LST DATE: 10/30/96
DWG. NAME: JR -01 SP PAGE: J002
3
�'A
2" BY 3/4"
REDUCING WASHER
" ROMEX
NECTOR
1 LOCKNUT
DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL_
STRAIN RELIEF DETAIL
ADOPTED
CITY OF RENTON
� Standard plans
d vT° LST DATE: 10/30/96
z
DATE I REVISION it Y APPR DWG. NAME: JR -05 SP PAGE: J006
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
KITS - S.E.C. OR EQUAL—
TYPICAL DESIGN "B"
JUNCTION BOX
SPLICE KITS GROUND LUG
CLEAR EPDXY SPLICE
KITS ON ALL THRU 2" MIN. GROUT
WIRE RUNS UNDER POLE
4" CONCRETE BASE-
PAD 5��1 a„
8 GREEN
ROUND WIRE
IIill�liTi!���'
2- (SIZED AS REQ'D)
LIGHTING SYSTEM
WIRES TO CONTACTOR
5/8 "x8'
COPPER -CLAD
GROUND ROD-
SOFEET G
HEIGHT
PVC CONDUIT
SYSTEM
.
3' SQ
3 o.
TO LUMINAIRE
LS
1/4° MINIMUM
DRAIN HOLE
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
TYPICAL LIGHTING UNDERGROUND SYSTEM
�ZY ADOPTED
O CITY OF RENTON
Standard plans
LET DATE:12 /96
8Y APPR' DWG. NAME: JR -06 SP PAGE: J007
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 9
OR ABOVE.
u: ' ► .GU'.. .
R/W LINE
SIDEWALK
CURB
(3ROADWAY
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
1 30'
35'
40'
SL
18'
-3"
1 23'-3'3"
33'-3"!
T
1 0.188
1 0.188
0.219
0.219
11
Nil
11
NIB
z
0
N
w
o:
BRACKET CABLE
SINGLE OR DOUBLE MAST
ARM AS Pr^ " "
STANDARD 25 -40 FOOT DAVIT POLE
ADOPTED
p� CITY OF RENTON
♦ �+
Standard plans
T LST DATE: 10/30/96
DWG. NAME: JR -01 SP PAGE: J002
3
�'A
2" BY 3/4"
REDUCING WASHER
" ROMEX
NECTOR
1 LOCKNUT
DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL_
STRAIN RELIEF DETAIL
ADOPTED
CITY OF RENTON
� Standard plans
d vT° LST DATE: 10/30/96
z
DATE I REVISION it Y APPR DWG. NAME: JR -05 SP PAGE: J006
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
KITS - S.E.C. OR EQUAL—
TYPICAL DESIGN "B"
JUNCTION BOX
SPLICE KITS GROUND LUG
CLEAR EPDXY SPLICE
KITS ON ALL THRU 2" MIN. GROUT
WIRE RUNS UNDER POLE
4" CONCRETE BASE-
PAD 5��1 a„
8 GREEN
ROUND WIRE
IIill�liTi!���'
2- (SIZED AS REQ'D)
LIGHTING SYSTEM
WIRES TO CONTACTOR
5/8 "x8'
COPPER -CLAD
GROUND ROD-
SOFEET G
HEIGHT
PVC CONDUIT
SYSTEM
.
3' SQ
3 o.
TO LUMINAIRE
LS
1/4° MINIMUM
DRAIN HOLE
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
TYPICAL LIGHTING UNDERGROUND SYSTEM
�ZY ADOPTED
O CITY OF RENTON
Standard plans
LET DATE:12 /96
8Y APPR' DWG. NAME: JR -06 SP PAGE: J007
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 9
OR ABOVE.
u: ' ► .GU'.. .
R/W LINE
SIDEWALK
CURB
(3ROADWAY
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
1 30'
35'
40'
SL
18'
-3"
1 23'-3'3"
33'-3"!
T
1 0.188
1 0.188
0.219
0.219
TAPERED ALUM. POLE
'T' WALL ALLOY 6063 -T6
SATIN GROUND FINISH
rHANDHOLE 4"x6"
OPENING W /COVER
& S.S. SCREWS.
ROUND LUG
1SIDE POLE
1' -6"
1' -2"
2' TO 4'
OVERHANG
'H'
STREET LIGHT
Le-
CONDUIT TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
1 P
2 5 ± ..1
3 6 4,.T e
4 7
e
C 8 <a o
'e
LETTER LETTER
SUFFIXED PREFIXED FRONT VIEW SIDE VIEW
OWNED OWNED POWER
TRAFFIC
FLOw
PLAN VIEW
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
GO ADO oe RENTON
♦ !fit/
'""�"���•���- Standard plans
° LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE:J009
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
3' -0" - I- 3' -0'$ �I
4 f
Ll
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
r4'- 0
7
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
S ADOPTED
CJ CITY OF RENTON
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -36A SP PAGE: J015
BACK OF
R/W
VARIES
a
2' R 4'
OVERHA
H
FACE OF C
CENTER OF
`- STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
(MODIFIED)
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CITY OF RENTON
♦ �!�/ i
Standard plans
N o LST DATE: 12/96
DWG. NAME: JR -14 SP PAGE: JO14
RECOMMENDED FOR, APPROVAL
BY ., d4, -4 DATE idly2tZ
BY DATE
BY DATE
RECORD DOCUMENT
BY DATE
H I C HERMAN TRAFFIC ENGINEERING
15324 Southeast 133rd Court, Renton, Washington 98059
425- 277 -1740 tel. 425 -277 -5718 fax hte @comcast.net
CQ: T- 3�19d�
n
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5 �Yz
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§ i �
IN
NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers.
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
wire fabric welded to the frame.
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
gage divider plate complete with fasteners-
Non-concrete Boxes may be submitted for approval. Evaluation will include on H -20
Load Test.
A
JUNCTION BOX DIMENSION TABLE 1_ c
a°
BOX TYPE
m o
_
TYPE 2
w'c
00
`
° Eo
Box Outside len th
22"
22"
33"
L J
a d
17"
17"
22 1/2"
C
E
Box Inside Length
v�
19"
m OE
D
� E
13"
�N
c
�j
c pa
Lid Length
oEt
a0
5 �Yz
z 4'
§ i �
IN
NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers.
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
wire fabric welded to the frame.
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
gage divider plate complete with fasteners-
Non-concrete Boxes may be submitted for approval. Evaluation will include on H -20
Load Test.
A
JUNCTION BOX DIMENSION TABLE 1_ c
ITEM
ITEM
BOX TYPE
TYPE 1
_
TYPE 2
ALTERNATE A
Al1ERNATE 8
A
Box Outside len th
22"
22"
33"
8
Box Outside Width
17"
17"
22 1/2"
C
Box Inside Length
18"
19"
28"
D
Box Inside Width
13"
14"
17"
E
Lid Length
18"
18"
26 1/2"
F
Lid Width
13"
13"
17"
G
Box Depth
1 12"
12"
1 12"
H
Lid & Frame Depth
5/16"
5/16"
1 5/16"
J
Wall Thickness Min. )j
1 1/2"-
1 1/2 "
1 1 2"
K
Wire Reinforcement
W -3
W -2.5
W -2.5
L
Le end
See Detail
See Detail
See Detail
ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diamond Plate Steel - A786
Lid Su art
1 8 °Min. Thick Steel C, L ar T. - A36
Lid
Diamond Plate Steel - A786
Anchors
Steel Wire or Tee Plate
Reinforcement
I ASTM A -82 Steel
{GALVANIZED STEEL
LEGEND DETAIL (Mark Q
4.00
z�
SIGNALS
T
51
LIGHTING
l4
em
TS -LT
13.004.00
G
TELEMETRY TRAFFIC: SIGNAL SYSTEM LEGEND
LOCATIN
WAVING P
TO VERIFY METER
T_
Form Letters with 1/8" Weld
`
ARRANGEMENT
Grind off Diamond
1. Nem
KT
NO.
Pattern before forming
VDLTA'PS
CURCUIT
DESCRIPTION
letters.
55,
ILLUMINATION
SYSTEM LEGEND
EPDXY
:III(
�r /�
PLAN VIEW
4.00
z�
1.00
O TYP
0.75x1.25
TYP
225 AMP COPPER BUSSING 18 PLC PANNEL
2A0
TYP
16
l4
em
WE RATING 25?�P
WS CONNECTION, 2 P 3 V
13.004.00
G
51,
LOCATIN
WAVING P
TO VERIFY METER
CIRCUIT
DESCRIPTION
VOLT MPS
C,H, 1P 50 AMP BREAKER (BAB1050)
ARRANGEMENT
C
CONNECTION
A O
KT
NO.
BREAKER
VDLTA'PS
CURCUIT
DESCRIPTION
A
55,
-4
LIGHTING A
ELEVATION MEW
6 GRAVEL PAp
COMPACTED
TYPICAL JUNCTION BOX INSTALLA ➢ON DETAILS
M TYPE 'I' BOX
O TYPE 'II' BOX
�n.,IV11 Ill
HOOKY K QETAIL PLAN SYMBOLS
LS
(2 Mow, Ps Ila
JUNCTION BOX DETAILS
CJ� Y ADOPTED
CITY OF REN70N
♦ R!!/
Standard plans
5 LST DATE: 11/89
DWG. NAME: JR -36 SP PAGE: J016
SPLICE KIT
o ( DIAMETER = 7/8"
ED
LOAD LINE
I , I
LD
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
Y ADOPTED
� CITY OF RENTON
�.`
Standard plans
N 5 LET DATE: 11 /5/96
O
Z
DATE I REVISION it BY APPR'D DWG. NAME: JR -12 SP PAGE:JO13
LIGHTING STANDARD & JUNCTION BOX
0 ° °0 O D 7 o
D O 4 ° v O e O t,
4 O D O N O o v ov
O e 6 vp 6
° PLAN VIEW C, O
3
O O O 4
° e et
v
o v o0 o Oo
STREET LIGHT POLE JUNCTION BOX
SIDE VIEW
INDIVIDUAL JUNCTION BOX
0 Oo O ° poOV O
° p v
0
Mal
NOTE: CLASS 'B' CONCRETE
TO BE USED IN
N
AD 6 pdO CONSTRUCTION OF PAD
4 °
° 6 6 ° CONCRETE PAD DETAILS
O D o Dv v ° b
��Y ADOPTED
PLAN VIEW Vo CITY OF RENTON
♦ !Ti/
Standard plans
N LST DATE: 10/30/96
acvinnnl Qv noon n DWG. NAME: JR -07 SP PAGE: J008
GENERAL NOTES
1. CABINET BOTTOM OPEN- 2" MOUNTING FLANGE TURNED INWARD) ON ALL SIDES
2. 4 -1/2 "X16" GALVANIZED ANCHOR BOLTS W /NUT AND WASHERS
3. 44/4 TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES
4 -1/2 "X16 "GALVANIZED
ANCHOR BOLTS CONDUIT ENTR,
N 4- -GL,
AREA
G.L.
NT p s
(u L° ° O O
a ° a v °
SIZE' SIZE TO I SIZE TTO PLAN VIEW
FIT CABINET FIT CABINET
FRONT VIEW SIDE VIEW
CABINET FOUNDATION
STREET LIGHT CONTACTOR CABINET
AND CABINET FOUNDATION
6� O ADOPTED
CITY OF RENTON
..
,p Standard plans
N T IST DATE: 12/96
DWG. NAME: JR -09 SP PAGE: J010
B.M.I. EURTN I CITY OF RENTON I SUBMITTAL
8.00
6A0
1050---2,u
4.00
z�
1.00
O TYP
0.75x1.25
TYP
225 AMP COPPER BUSSING 18 PLC PANNEL
2A0
TYP
16
em
WE RATING 25?�P
WS CONNECTION, 2 P 3 V
13.004.00
G
51,
LOCATIN
WAVING P
TO VERIFY METER
CIRCUIT
DESCRIPTION
VOLT MPS
C,H, 1P 50 AMP BREAKER (BAB1050)
ARRANGEMENT
C
CONNECTION
A O
KT
NO.
BREAKER
VDLTA'PS
CURCUIT
DESCRIPTION
A
6 GRAVEL PAp
COMPACTED
TYPICAL JUNCTION BOX INSTALLA ➢ON DETAILS
M TYPE 'I' BOX
O TYPE 'II' BOX
�n.,IV11 Ill
HOOKY K QETAIL PLAN SYMBOLS
LS
(2 Mow, Ps Ila
JUNCTION BOX DETAILS
CJ� Y ADOPTED
CITY OF REN70N
♦ R!!/
Standard plans
5 LST DATE: 11/89
DWG. NAME: JR -36 SP PAGE: J016
SPLICE KIT
o ( DIAMETER = 7/8"
ED
LOAD LINE
I , I
LD
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
Y ADOPTED
� CITY OF RENTON
�.`
Standard plans
N 5 LET DATE: 11 /5/96
O
Z
DATE I REVISION it BY APPR'D DWG. NAME: JR -12 SP PAGE:JO13
LIGHTING STANDARD & JUNCTION BOX
0 ° °0 O D 7 o
D O 4 ° v O e O t,
4 O D O N O o v ov
O e 6 vp 6
° PLAN VIEW C, O
3
O O O 4
° e et
v
o v o0 o Oo
STREET LIGHT POLE JUNCTION BOX
SIDE VIEW
INDIVIDUAL JUNCTION BOX
0 Oo O ° poOV O
° p v
0
Mal
NOTE: CLASS 'B' CONCRETE
TO BE USED IN
N
AD 6 pdO CONSTRUCTION OF PAD
4 °
° 6 6 ° CONCRETE PAD DETAILS
O D o Dv v ° b
��Y ADOPTED
PLAN VIEW Vo CITY OF RENTON
♦ !Ti/
Standard plans
N LST DATE: 10/30/96
acvinnnl Qv noon n DWG. NAME: JR -07 SP PAGE: J008
GENERAL NOTES
1. CABINET BOTTOM OPEN- 2" MOUNTING FLANGE TURNED INWARD) ON ALL SIDES
2. 4 -1/2 "X16" GALVANIZED ANCHOR BOLTS W /NUT AND WASHERS
3. 44/4 TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES
4 -1/2 "X16 "GALVANIZED
ANCHOR BOLTS CONDUIT ENTR,
N 4- -GL,
AREA
G.L.
NT p s
(u L° ° O O
a ° a v °
SIZE' SIZE TO I SIZE TTO PLAN VIEW
FIT CABINET FIT CABINET
FRONT VIEW SIDE VIEW
CABINET FOUNDATION
STREET LIGHT CONTACTOR CABINET
AND CABINET FOUNDATION
6� O ADOPTED
CITY OF RENTON
..
,p Standard plans
N T IST DATE: 12/96
DWG. NAME: JR -09 SP PAGE: J010
B.M.I. EURTN I CITY OF RENTON I SUBMITTAL
8.00
6A0
1050---2,u
4.00
BREAKER SCHEDULE
1.00
O TYP
0.75x1.25
TYP
225 AMP COPPER BUSSING 18 PLC PANNEL
2A0
TYP
16
SERVICE VOLTAGG 120 -240
MOUNTING,
WE RATING 25?�P
WS CONNECTION, 2 P 3 V
13.004.00
B.M.I. EURTN
METER
RASE
MANI i5A
50A
20A
SIGNAL
LIGHTING A
RDA r-
LIGHTING II
VLIGHTING C
GROUND BAR r
® Fib
m
s7 56 a
01 El
0 58 0
0
to
n
TG
PHOTO CELL
LIGHTING D
TEST
SWITCH
NOTES:
49. 225 AMP COPPER BUSSING 18 PLCS PANEL
50, C.H, 2P 100 AMP MAIN (BAB2100)
51. C.H. 2P 20 AMP BREAKER (BAB2020)
52. C,H. 1P 50 AMP BREAKER (BABI050)
53. C,H. 1P 20 AMP BREAKER (BAB1020)
54. C.H, 1P 15 AMP BREAKER (BA;BID15)
55. MILBANK METER ENCLOSURE (MS- 24 -TB)
56. HUBBELL SWITCH (CS1201 -D
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -D
58. SQUARE D LIGHTING CONTACTOR
(981ODPA32VO2UD
61. SOUTHCO DOOR S.S, HINGE (FG -3 -1)
0 7013 64, STAINLESS STEEL HANDLE
0 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626)
66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP
70, 1'X,25" GASKET
CONTRACTOR IS RESPONSIBLE
TO VERIFY METER
ARRANGEMENT
MEETS EUSI RC REQUIREMENTS
APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
0
0
o .
CITY OF RENTON
1118TZO WNFIELD
MANUFACTURING, INC.
1KI) BICKFORD AVE. SNOHONIISH WA
130568 -0572 Fax (360)568-0577
THIS DRAWING Ili THE PROPERTY OF BROWNFIELD
SIBMITTAL
THIS DRAWING IS THE PROPERTY OF BROWNFIELD
MANUFACTURING. INC. AND R5 SUBMISSION DOES NOT
GRANT THE RICHT TO MADE USE. OR SELL WHAT IS
CITY OF RENTON ELECTRICAL SERVICE CABINET
RECOMMENDED FOR APPROVAL
BY 4rCs,, /yi. 16oaoe , dG DATE /v/a�/o2
7 ,
BY DATE
BY DATE
RECORD DOCUMENT
BY DATE
WORKING DRAWINGS
TO THESE
PRTIg h D
OE WASryKNaF�
P, Z
H E= HERMAN TRAFFIC ENGINEERING
gPaF RfxM750
O EGA'
Z: 15324 ENa\ 15324 Southeast 133rd Court, Renton, Washington 98059
425- 277 -1740 tel. 425- 277 -5718 fax hte @comcast.net
EXPIRES 01/31/09
NOTES:
BREAKER SCHEDULE
49.
225 AMP COPPER BUSSING 18 PLC PANNEL
SERVICE VOLTAGG 120 -240
MOUNTING,
WE RATING 25?�P
WS CONNECTION, 2 P 3 V
CONTRACTOR IS RESPONSIBLE
G
51,
LOCATIN
WAVING P
TO VERIFY METER
CIRCUIT
DESCRIPTION
VOLT MPS
C,H, 1P 50 AMP BREAKER (BAB1050)
ARRANGEMENT
C
CONNECTION
A O
KT
NO.
BREAKER
VDLTA'PS
CURCUIT
DESCRIPTION
A
55,
AMP P0.E
LIGHTING A
1920
56.
HUBBELL SWITCH (CS1201 -D
2
15
57,
X1440
-I )APPROVED BY:
xT N nt
5&
SQUARE D LIGHTING CONTACTOR
PUGET SOUND ENERGY
4
(981ODPA32VO2UU
TACOMA POWER
480o
SmNAL
LIGHTING B
SOUTHCO DOUR S.S. HINGE (F6 -3 -1)
64.
6
20
I
_
1920
65.
T
"
66.
SQUARE D TERMINAL BLOCK
8
20
67.
SQUARE D END CAP
desis
LIGHTING D
LIGHTING C
USA
1 °X.25° GASKET
0 WNFIELD
10
2
1920
ANUFACTURING, INC.
011620
12
BICKFORD AVE. SNOHONUSH WA
(3601568-0572 F., 3601569 -0577
TOTAL
5760
15260
6.
BUS A 11040
BUS B 12480
TOTAL LOAD 23520
COMMENTS
VA
VA
VA
MAIN BREAKER. 100 AMP
LOCATION TOP PEED
FEEDER SIZE.
SDRCE
LINE AMPS ,100 AMP
PHASING SINGLE
I:VA DEMANDI
THIS DRAWING IS THE PROPERTY OF BROWNFIELD
MANUFACTURING. INC. AND R5 SUBMISSION DOES NOT
GRANT THE RICHT TO MADE USE. OR SELL WHAT IS
CITY OF RENTON ELECTRICAL SERVICE CABINET
RECOMMENDED FOR APPROVAL
BY 4rCs,, /yi. 16oaoe , dG DATE /v/a�/o2
7 ,
BY DATE
BY DATE
RECORD DOCUMENT
BY DATE
WORKING DRAWINGS
TO THESE
PRTIg h D
OE WASryKNaF�
P, Z
H E= HERMAN TRAFFIC ENGINEERING
gPaF RfxM750
O EGA'
Z: 15324 ENa\ 15324 Southeast 133rd Court, Renton, Washington 98059
425- 277 -1740 tel. 425- 277 -5718 fax hte @comcast.net
EXPIRES 01/31/09
NOTES:
49.
225 AMP COPPER BUSSING 18 PLC PANNEL
50.
C.H, 2P 100 AMP MAIN (BAB2100)
CONTRACTOR IS RESPONSIBLE
G
51,
C.H. 2P 20 AMP BREAKER (BAB2020)
TO VERIFY METER
F
52,
C,H, 1P 50 AMP BREAKER (BAB1050)
ARRANGEMENT
C
53.
C.H, IF 20 AMP BREAKER (BAB1020)
54
C.H. IP 15 AMP BREAKER (BAB1015)
55,
MILBANK METER ENCLOSURE (MS- 24 -TB)
MEETS EUSERC REQUIREMENTS
56.
HUBBELL SWITCH (CS1201 -D
..
57,
GFCI. RECEPTACLE 20 AMP (LEVITON 6898
-I )APPROVED BY:
5&
SQUARE D LIGHTING CONTACTOR
PUGET SOUND ENERGY
(981ODPA32VO2UU
TACOMA POWER
6L
SOUTHCO DOUR S.S. HINGE (F6 -3 -1)
64.
STAINLESS STEEL HANDLE
65.
DEAD BOLT LOCK 'BEST' (5L7RL2 -626)
"
66.
SQUARE D TERMINAL BLOCK
67.
SQUARE D END CAP
-
70.
1 °X.25° GASKET
0 WNFIELD
ANUFACTURING, INC.
011620
BICKFORD AVE. SNOHONUSH WA
(3601568-0572 F., 3601569 -0577
THIS DRAWING IS THE PROPERTY OF BROWNFIELD
MANUFACTURING. INC. AND R5 SUBMISSION DOES NOT
GRANT THE RICHT TO MADE USE. OR SELL WHAT IS
CITY OF RENTON ELECTRICAL SERVICE CABINET
RECOMMENDED FOR APPROVAL
BY 4rCs,, /yi. 16oaoe , dG DATE /v/a�/o2
7 ,
BY DATE
BY DATE
RECORD DOCUMENT
BY DATE
WORKING DRAWINGS
TO THESE
PRTIg h D
OE WASryKNaF�
P, Z
H E= HERMAN TRAFFIC ENGINEERING
gPaF RfxM750
O EGA'
Z: 15324 ENa\ 15324 Southeast 133rd Court, Renton, Washington 98059
425- 277 -1740 tel. 425- 277 -5718 fax hte @comcast.net
EXPIRES 01/31/09